Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 2, 2017, 12:31 PM

  • Section#5_08 0468_08 0467__922017__G6815.mp4

Date
09/02/2017
W/O
0651723
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00026
PipeID
P00524
Time
5:31 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6815
Sewer Name
08 216TH STREET TRUNK
City
CARSON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
20170901MDM_216TH_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
08 0468
Downstream MH
08 0467
Dir. of Survey
Downstream
Length Surveyed
442.9 ft.
Total Length
442.9 ft.
Structural Index
5
Structural Quick
5R4Q
Structural Rating
832
O&M Index
5
O&M Quick
5O41
O&M Rating
414
Overall Index
5
Overall Quick
—
Overall Rating
1246
Pipe schematic from manhole 08 0468 to 08 0467
MH: 08 0468MH: 08 0467downstream0 ft. MWM - Water Mark, 70 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 8:10AM0 ft. MWL - Water Level, 80 %of cross sectional area0 ft. MGO - General Observation - MH CONN OPEN 3:002 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG % CURCUM REBAR AREAS OF MISSING TILES2 ft. MGO - General Observation - MISSING TILES 60% START2.1 ft. DSZ - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start - TILES17.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR MISSING25.6 ft. MGO - General Observation - MISSING TLES 30% START78.4 ft. SRC - Surface Reinforcement Corroded, from 01 to 02 o'clock, within 8 inches of joint: NO - LONG REBAR89.4 ft. MGO - General Observation - 100% MISSING TILES105.1 ft. MGO - General Observation - 100% MISSING TILES121.2 ft. MGO - General Observation - MISSING TILES 90% START176.9 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO243.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR288.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - BROKEN323.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING354.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO371.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING380.2 ft. MGP - General Photograph411 ft. DSZ - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Finish - TILES442.4 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG AREAS OF MISSING TILES442.4 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish442.4 ft. MGO - General Observation - MISSING TILES 90% FINISH442.9 ft. AMH - Downstream Manhole, Survey Ends - 8:35AM

Observation photos (19)

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES

    2 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG % CURCUM REBAR AREAS OF MISSING TILES

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG % CURCUM REBAR AREAS OF MISSING TILES

  • General Observation - MISSING TILES 60% START

    2 ft. - General Observation - MISSING TILES 60% START

  • Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start - TILES

    2.1 ft. - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start - TILES

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR MISSING

    17.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR MISSING

  • General Observation - MISSING TLES 30% START

    25.6 ft. - General Observation - MISSING TLES 30% START

  • Surface Reinforcement Corroded, from 01 to 02 o'clock, within 8 inches of joint: NO - LONG REBAR

    78.4 ft. - Surface Reinforcement Corroded, from 01 to 02 o'clock, within 8 inches of joint: NO - LONG REBAR

  • General Observation - 100% MISSING TILES

    89.4 ft. - General Observation - 100% MISSING TILES

  • General Observation - 100% MISSING TILES

    105.1 ft. - General Observation - 100% MISSING TILES

  • General Observation - MISSING TILES 90% START

    121.2 ft. - General Observation - MISSING TILES 90% START

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO

    176.9 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

    243.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - BROKEN

    288.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - BROKEN

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING

    323.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO

    354.5 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING

    371.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING

  • General Photograph

    380.2 ft. - General Photograph

  • Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Finish - TILES

    411 ft. - Deposits Settled Other, 70 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Finish - TILES

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish

    442.4 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish

All inspections of P00524Work order 0651723

Observations (26)

DistanceCodeObservation
288.6SRCBROKEN
2SAMSEVERE AGG AREAS OF MISSING TILES
17.1SRCCIRCUM REBAR MISSING
243.3SRCBROKEN MISSING REBAR
121.2MGOMISSING TILES 90% START
442.4SAMSEVERE AGG AREAS OF MISSING TILES
2SRCLONG % CURCUM REBAR AREAS OF MISSING TILES
354.5SRC—
442.4SRC—
442.9AMH8:35AM
2MGOMISSING TILES 60% START
176.9SRC—
0MWM—
25.6MGOMISSING TLES 30% START
0AMH8:10AM
380.2MGP—
89.4MGO100% MISSING TILES
105.1MGO100% MISSING TILES
442.4MGOMISSING TILES 90% FINISH
2.1DSZTILES
371.1SRCBROKEN MISSING
0MWL—
0MGOMH CONN OPEN 3:00
411DSZTILES
78.4SRCLONG REBAR
323.6SRCBROKEN MISSING

Properties (4)

custom_field_three
MISSING REBAR
custom_field_two
1
customer
LACSD
datetime
2017-09-02T05:31:13-07:00